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Theory of Structures

Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
1
2
3

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

It is subjected to pure bending
Its number of coils will increase
All of these
Its mean diameter will decrease

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/3EI
WL3/2EI
WL²/2EI
WL²/3EI

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Stiffness
Proof load
Proof stress
Proof resilience

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/10
1/8
1/12
1/16

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh³/12
b³h/12
bh²/12
b²h/12

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